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Home My WebLink AboutzS-2231SetCB NOT FOUND �YS n� � OO CB -b NOT .FOUND g� W �^, n 0 Pn Z r„ SSMH#1 54" TYPE B A RIM=17. lE- 11.55 (8" E IF -11 45 R° M �..�.r- ,�0 1 PAVEMENT I- - ti o -' ,., p0 � PATH g 60' - � c 2nd � Q 0 20 40 ELEVATION DATUM BASED ON RENTON BENCH MARK NO. 707: D t! CHISELED SQUARE AT FACE CONC. WALK AT ATOMIC BATTERIES BUILDING, 55 SW 12TH STREET. ELEV. 21.60' SCALE: 1" = 20' —(f HORIZONTAL 0 10 20 A PORTION OF THE NW 114 OF SECTION 19, TOWNSHIP 23N, RANGE 5E SCALE: 1" = 10' —O" VERTICAL pr!r'ry ♦ - }�iG- -� //// WARNER ENGINttR1Nu 5122 Olympic Dr. NW Office (206) 858 -8577 Suite B204 Fax (206) 858 -8579 Gig Harbor, WA 98335 1 A Y f .1 .1 .1 g.1 1 I 1 A 1 II I ® 1 ® - 19 18 17 16 15 14 13 12 11 10 9 8 7 6 IC 0X 5-2231 CITY OF RENTON DEPARTMENT OF PUBLIC WOOPM SOUND MAZDA DEALERSHIP SANITARY SEWER PLAN AND PROFILE SW 12TH STREET: STA. 0 +00 - 3 +28 DESIGNED: C. E. L- DATE 09/18/95 - vnME SEWER DRAWN: CEL CMM 0— G.E.W. sruE1 "= 20' -0" PAGE APPROVED: SHEET: 9 OF: 1 9 SW 12TH STREET 6 7 8 9 10 11 12 13 14 15 16 17 18 V) Q V) O - 0 F4 - 30 - - -- - -- - -- - - -- -- - - -- -- - - - - - -- - - - - -- - SSMH 1 54' TYP B 2 EXISTI G GRADE @ CL STA 0 +0 5'R -- — - - - - -- - RIM= 17.9 20 IE =11.55 E — IE =11.45 37 N -- - - - -- - -- - _ X. STORM - -- 350 LF VC - 0 0.40% - - 10 - _ - - - - - -- -- - - - -- 0+00 1+00 2 +00 3 +00 4 +00 pr!r'ry ♦ - }�iG- -� //// WARNER ENGINttR1Nu 5122 Olympic Dr. NW Office (206) 858 -8577 Suite B204 Fax (206) 858 -8579 Gig Harbor, WA 98335 1 A Y f .1 .1 .1 g.1 1 I 1 A 1 II I ® 1 ® - 19 18 17 16 15 14 13 12 11 10 9 8 7 6 IC 0X 5-2231 CITY OF RENTON DEPARTMENT OF PUBLIC WOOPM SOUND MAZDA DEALERSHIP SANITARY SEWER PLAN AND PROFILE SW 12TH STREET: STA. 0 +00 - 3 +28 DESIGNED: C. E. L- DATE 09/18/95 - vnME SEWER DRAWN: CEL CMM 0— G.E.W. sruE1 "= 20' -0" PAGE APPROVED: SHEET: 9 OF: 1 9 6 7 8 9 10 11 12 13 14 15 16 17 18 i rA. rn CAST IRON OUTLET PIPE AREA DRAIN Q BELL GRATE DIA. 0 DW (ID) g" 12' 0 GU 420 R V g 12" 24" s r p P a, ° p • oVE D POWER2• eg s° ` TABLE To it BOARD Y PLAN VIEW SEA c rs g 0 NOTES: ♦ 1. AREA INLETS TO BE CONSTRUCTED FROM CONCRETE PIPE, go `s v 8 X. CB IN ACCORDANCE WITH ASTM C 14 UNLESS OTHERWISE SHOWN • Oq�D CONCRETE PIPE ON THE PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. w, 9 24 qp SECTION 2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE 00 z �z DIAMETER PLUS AREA INLET WALL THICKNESS. / Sj • °g ��.� 0 - �� SEE 3. CONNECTION TO OUTLET PIPE TO BE MORTARED AND 19 6 , r y - NOTE MADE FLUSH WITH INSIDE OF THE AREA INLET WALL. W 2 4. THE GRATE SHALL HAVE SLOTS HOLES) THAT CONSTITUTE 50% OPEN AREA FOR DRAINAGE. INLET BELL SURFACE + • o s SHALL BE FINISHED TO ASSURE NON- ROCKING FIT WITH COVER rg �� ID 4'° BEYCAPAB E OF IHI220 LOADINGS IN PAVED AREAS SHALL rg 0 4' j~ 4" MIN. CONCRETE <9 9 + �orc• S' •'� z ELEVATION VIEW _T amass B ° rove \ { Tre AREA INLET N.T.S. 0 20 40 'zs rr , �a Pr ✓ �so r � rg. SCALE:.. 1° 20' -O" HORIZONTAL g , IAN® vl�nonts usr V , PURPOSE P9 EXISTING PROPOSED ® AT ro 1 ! r g ° ESM ^•� r WN; COVER 9� ® FOUND ESM SURVEYORS CAP WITH 0 DIAMETER 1� LS NO.'S 15661 do 29281 +� WE AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY r 4� °„ 2 g° X FOUND SCRIBED °X' IN CONCRETE WALK AND TRANSPORTATION OFFICIALS g , N 7% gB ere ° '° SET BY ESM SURVEYORS AC ASPHALT CONCRETE A FOUND P.K.NAIL SET BY ESM SURVEYORS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS r T ®e g r ! AVE_ AVENUE X o- UTILITY. POLE CB CATCH BASIN r� •'r •� �' g' I ' —9 POLE ANCHOR AND GUY CL CENTERLINE 00 CONC. CONCRETE NO ALL MAINTE E AREA cb � g z 0 STREET LAMP STANDARD C. 0. T. G. CLEAN OUT TO GRADE • r rg DRAINS SHALL C EC TO er r * s � `�. o —6 NATURAL GAS PER LOCATOR MARKS D.I. DUCTILE IRON OIL /WATER ARATOR. `� •r� s 0 DIA DIAMETER g —T— UNDERGROUND TELEPHONE LIGHT HEAVY E EAST + rg I EL. ELEVATION PRO ®SED BUI G . 9 'u' W AC ASPHALT E=1 EX. EXISTING 961 I cone_ CONCRETE FL FLANGE r8 `9F `ss d° FDC FIRE DEPARTMENT CONNECTION •c .�'�'+v'� °, •-r X N GATE VALVE N FF - FINISHED. FLOOR ELEVATION AREA RAIN rg •g s g� -6 FIRE HYDRANT y( I.D. INSIDE DIAMETER G o y I.E. INVERT ELEVATION SON r u r RIM 9.55 eg —W— WATER LINE w IN. INCH IL' 5. (6"S r@ ti S o ® WATER METER BOX 0 LF LINEAR FEET W PA TO 1 'g P Z LS LAND SURVEYOR CONTRA SHALL PROVIDE 750 OIL /WATER SE TOR o REDUCER MH MAN(HO E PER CITY OF R TON REQ. �� USE P g ODEL 577 -G R APPROVED E AL POST INDICATOR VALVE 9 MIN MINIMUM MIN. RETENTION TIME =15 MIN. (n g 2 FIRE DEPARTMENT CONNECTION MJ MECHANICAL JOINT rB F CATCH BASIN s ❑ • MON MONUMENT 3 MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES MAX. FLOWRATE =30 GAL /MIN �, g 1 g 1 n� MsL MEAN SEA LEVEL PER UPC, FOR 8 HR OPERATION 20 LF -E" PVC CO* STORM DRAIN MANHOLE ® N NORTH AREA DRAIN • N_T S. NOT TO SCALE STORAGE FACTOR =1 Q C.O% MIN. k tee+ O.D. OUTSIDE DIAMETER 1 s ® �I ti rn CONCRETE GUTTER o C P.LV POST INDICATOR VALVE MIN. STORAGE VOLUME: _ 1 I� 5 h $,0�� 50-- STORM LINE SO— C PROPERTY IN CHLORIDE 15 MIN) *(30 GAL /MIN +(1) =450 GAL � , 6 u —ss- SEWER LINE —SS— c ROW RIGHT -OF -WAY 27 LF -6" PV • P SEWER MANHOLE • S SOUTH c @12.0% MIN. V) � nh CLEANOUT SSMH SANITARY SEWER MANHOLE o •CO ST. STREET FENCE STA STATION ® POST TELE. TELEPHONE 38 LF -6" PVC �� DECIDUOUS TREE W P WEST 5 n @a.0% m t (D W.S_D.O.T. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 7/14 DRIP RADIUS v SO • n n t 20 20 0o SPOT ELEVATION ,-20.00 0 e` S i- -20-.- CONTOUR 20- S n P v ro t HA 54 0 TYPE B ° RIM= 8.63± N 9 5-22 31 00 .. ;......::. h IE =14.43 6" N .... _/` m. - ® t CONNECT TO SANlTAR IE= 14.33 8" W � m IE =14.17 ""' ELEVATION DATUM BASED ON RENTON BENCH MARK NO. 707: I I DATUM/ CHISELED SQUARE AT FACE CONC. WALK AT ATOMIC BATTERIES PAVEMENT 6 ALL NEW SS H SHALL BE j BUILDING, 55 SW 12TH STREET ELEV. 21.60' 54 0 TYPE B MANHOLES PATCH 2 5 PER CITY OF RENTON ® ! tom--' TAND R PLA 8072. I A PORTION OF THE NW 114 OF SECTION 19, TOWNSHIP 23N, RANGE 5E CITY OF RENTON RECD ,MENDED CHECKED EO NCE nsrAlrrl�rar of ruBllc ,rotas FOR APPROVAL E " SOUND MAZDA DEALERSHIP vPnNE7 �� 13Y � u,�s.9s -.__ ___.._.. 0 � SITE SANITARY I ° RY24•z!/4 �.� rz -z� -sr i _..__ = - - - -- ' z SEWER PLAN $Y & 5122 Olympic Dr. NW Office (206) 858 -8577 0 1 m ADDENDUM #1 10/11/95 — mC.EL- DATE: 09/18/95 FlLE mmF - SEWER Suite B204 Fax (206) 858 -8579 "S ® CITY OF RENTON REVISIONS 10/25/95 —: CEL MM 7 �� i' Gi Harbor, WA 98335 roNAL t� cHECKm G.E.W. SDA�E 1 = 20' -0" FlF1D BOIX: PPGE ® 7 ® i g EXPIRES 9 21 Ho. REVF40N er aPars. DATE °R'RDVED, SHM: 8 - 19 02130 _rA f If I ( a I iI I I I A I I 19 18 17 16 15 14 13 12 11 10 9 8 7 6 RI7I4 OX 6 7 8 9 10 11 12 13 14 15 16 17 18 32 f I I I I I AI I I I A I I I j I 19 18 17 16 15 14 13 12 11 10 9 8 7 6 R147 � � 6 7 8 9 10 11 12 13 14 15 16 17 1E -w 0 20 40 SCALE: 1" = 20' -0" HORIZONTAL 0 10 20 SCALE: 1" = 10' —(r VERTICAL ELEVATION DATUM BASED ON RENTON BENCH MARK NO. 707: DA7Ul� CHISELED SQUARE AT FACE CONC. WALK AT ATOMIC BATTERIES BUILDING, 55 SW 12TH STREET. ELEV. 21.60' A PORTION OF THE NW 114 OF SECTION 19, TOWNSHIP 23N, RANGE 5E diR?Cr�4�� FOR APPROVAL RY�� rz�3-4f BY -2211 VV/'11i1VGR ENGINEERING 5122 Olympic Dr. NW Office (206) 858 -8577 CITY OF REIJTOtJ REVISLONS Suite 8204 Fax (206) 858 -8579 Gig Harbor, WA 98335 EX PIRES s 21 N0. REVISION CITY OF RENTON DEPARTMENT OF PUBLIC WORM SOUND MAZDA DEALERSHIP SANITARY SEWER PLAN AND PROFILE MAPLE AVE. SW: STA: 0 +00 — 1+52 DESIGNED- C.E.L. DAiE 09/18/95 FlLE Nu E- MAPLSEWR DRAWN: CEL CMM CHECKED U.E.W. SCALE I "= 20' —G' FlEID BOOK PIGS APPROVED: SHEET: 11 uF: 19 19 18 17 16 15 14 13 12 11 10 9 8 7 6 RIM Iff A OX 6 7 8 9 10 11 12 13 14 15 16 17 18 MAPLE AVE. SW -- EX.SSMH 30 / STA 0-00 5'L SSMH 1 54 ° QS TYPE 6� IE= ]O.t84" 2 STA 1 +5 5'R iE =]0.74 i f "W) RIM 17.9 _ f IE =1 4 TS) IE =11.55 E EX. GRADE C9� CL IE =] 1.45 N 20 1 152 LF P PVC 0 0.40 i X. WATER 10 _ 0 +00 1 +00 2 +00 VV/'11i1VGR ENGINEERING 5122 Olympic Dr. NW Office (206) 858 -8577 CITY OF REIJTOtJ REVISLONS Suite 8204 Fax (206) 858 -8579 Gig Harbor, WA 98335 EX PIRES s 21 N0. REVISION CITY OF RENTON DEPARTMENT OF PUBLIC WORM SOUND MAZDA DEALERSHIP SANITARY SEWER PLAN AND PROFILE MAPLE AVE. SW: STA: 0 +00 — 1+52 DESIGNED- C.E.L. DAiE 09/18/95 FlLE Nu E- MAPLSEWR DRAWN: CEL CMM CHECKED U.E.W. SCALE I "= 20' —G' FlEID BOOK PIGS APPROVED: SHEET: 11 uF: 19 19 18 17 16 15 14 13 12 11 10 9 8 7 6 RIM Iff A OX 6 7 8 9 10 11 12 13 14 15 16 17 18 1 152 LF P PVC 0 0.40 PIRES s 21 N0. REVISION CITY OF RENTON DEPARTMENT OF PUBLIC WORM SOUND MAZDA DEALERSHIP SANITARY SEWER PLAN AND PROFILE MAPLE AVE. SW: STA: 0 +00 — 1+52 DESIGNED- C.E.L. DAiE 09/18/95 FlLE Nu E- MAPLSEWR DRAWN: CEL CMM CHECKED U.E.W. SCALE I "= 20' —G' FlEID BOOK PIGS APPROVED: SHEET: 11 uF: 19 19 18 17 16 15 14 13 12 11 10 9 8 7 6 RIM Iff A OX 6 7 8 9 10 11 12 13 14 15 16 17 18 30 O ® RECORD DRAWING S-2 2 3 1 OJ' ELI SSMH 1 k 54"o TVP 1 i EXISTING GRADE ® CL STA 0 +0 RIM- =17.9 5'R ENT PATCH - FULL _ OF BLAUC L -10.UiD _- v I N V e--rs i 101-- 0 1+ Ay- X. WATER_ - -- - -- - - - -- ss PVC _ 0.40%- - - - -- -- - - - - foul -: - _ , i � b JU �; -- f- --` .. - - - - - - -- FOUND ; . ., �`� I ,.. .. ,_ "tea- _ ..,.✓ ^�Z�_.✓'�� - 0 +00 1+00 2 +00 3 +00 4 +00 Q�- All L �3�9r _ 7 CITY OF RENTON DEPABTAIM OF PUBLIC WOPM WARNER ENGINEERING `�y o q P '�F 0 1 AL SOUND MAZDA DEALERSHIP SANITARY SEWER PLAN AND PROFILE SW 12TH STREET: STA. 0 +00 - 3 +28 5122 Olympic Dr. NW Office (206) 858 -8577 Suite 8204 Fax (206) 858 -8579 Gig Harbor, WA 98335 2 Crrt of RENTOnI Re�1s�oNS io125145 RESIGNER: C.E.L. DRAWN: CEL CMM CHEGNFD: G.E.W. -- M E 09/18/95 1 "= 20' -0" —NAME SEWER FfiLD Rook: P/GE: RECORD DP-AWIUG NnP /Is�An EXPIItE6 921 N0. REVISION LCB APPR. n gPPROVED: SHEET: OF: 9 19 0 20 40 ELEVATION DATUM BASED ON RENTON BENCH MARK NO. 707: CHISELED SQUARE AT FACE CONC. WALK AT ATOMIC BATTERIES - ( BUILDING, 55 SW 12TH STREET. ELEV 21.60' SCALE: 1- = 20' -0° HORIZONTAL 54" TYPE B Q 0 10 20 A PORTION OF THE NW 114 OF SECTION 19, TOWNSHIP 23N, RANGE 5E h ! RIM =1 AF- - FULL oc BuCIL Ua SCALE: 1- = 10' -0" VERTICAL — INVFJRS 5 D — - - -- -- SW 12TH STREET W - LL, I� V) o - �- 30 RECORD DRAWING S-2 2 3 1 OJ' SSMH 1 k 54"o TVP 6 2 EXISTING GRADE ® CL STA 0 +0 RIM- =17.9 5'R - - FULL _ OF BLAUC L -10.UiD _- I N V e--rs 101-- 0 �� X. STORM -_ -F X. WATER_ - -- - -- - - - -- 6 36,6 LF - - PVC _ 0.40%- - - - -- -- - - - - - -- - - - - - - - - - -- - 0 +00 1+00 2 +00 3 +00 4 +00 All L �3�9r _ 7 CITY OF RENTON DEPABTAIM OF PUBLIC WOPM WARNER ENGINEERING `�y o q P '�F 0 1 AL SOUND MAZDA DEALERSHIP SANITARY SEWER PLAN AND PROFILE SW 12TH STREET: STA. 0 +00 - 3 +28 5122 Olympic Dr. NW Office (206) 858 -8577 Suite 8204 Fax (206) 858 -8579 Gig Harbor, WA 98335 2 Crrt of RENTOnI Re�1s�oNS io125145 RESIGNER: C.E.L. DRAWN: CEL CMM CHEGNFD: G.E.W. -- M E 09/18/95 1 "= 20' -0" —NAME SEWER FfiLD Rook: P/GE: RECORD DP-AWIUG NnP /Is�An EXPIItE6 921 N0. REVISION RY APPR. GATE gPPROVED: SHEET: OF: 9 19 IX. FH \ J—CAST IRON OUTLET PIPE AREA DRAIN 4 \ BELL GRATE DIA• 0 DLk (ID) 12" 12' 24' TABLE I °'r ' •3 OVE POWER > /24 To I BOARD 4 PLAN VIEW � Y � � •rs � NOTES: \ SE) a + y 1. AREA INLETS TO BE CONSTRUCTED FROM CONCRETE PIPE, IN ACCORDANCE WITH ASTM C 14 UNLESS OTHERWISE SHOWN EX' B CONCRETE PIPE ON THE PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. �p SECTION 2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE _ R 2 0 24 ( z' z_ `FZ DIAMETER PLUS AREA INLET WALL THICKNESS. �� SEE 3. CONNECTION TO OUTLET PIPE TO BE MORTARED AND NOTE MADE FLUSH WITH INSIDE OF THE AREA INLET WALL 2 4. THE GRATE SHALL HAVE SLOTS (HOLES) THAT CONSTITUTE 50% OPEN AREA FOR DRAINAGE. INLET BELL SURFACE ��-' •, `s GGy SHALL BE FINISHED TO ASSURE NON- ROCKING FIT WITH ANY COVER POSITION. GRATES IN PAVED AREAS SHALL r _ ID 47' BE CAPABLE OF H2O LOADING_ 9 r _• ;�r I O 4" 4 MIN_ CONCRETE ELEVATION VIEW CLASS B s { 1 AREA INLET rove + Tree ' *� by 8 8 N.T.S. 0 20 40 r9 �a rg r•' • P, r ,9�5� v SCALE 1' = 20' -0' HORIZONTAL �' � ° 1 `?r " LEGEND ABBREVIAM S Liff \ s �' i • °3 �c'°, s PROPOSED ® AT •s9 �r VAUL PURPOSE T9 FOUND ESM SURVEYORS CAP WITH ES ® 0 DIAMETER s 'o UNK WN; COVER LS NO.'S 15661 & 29281 �`� 3 ° 240•�B'° •� WEL I AMERICAN FOUND SCRIBED 'X' IN CONCRETE WALK AASHTO ANDTRANSPOR TRANSPORTATION ASSOCIATION STATE HIGHWAY OFFICIALS `'o o SET BY ESM SURVEYORS -1T c, •� { AC ASPHALT CONCRETE _Q19 ,� N A FOUND P.K.NAIL SET BY ESM SURVEYORS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS r • d AVE AVENUE 19 9 '9 dr X o- UTILITY POLE CB CATCH BASIN rs' {p oo • '�� s, 'r ++ Y� POLE ANCHOR AND GUY CL CENTERLINE re e r E CONC. CONCRETE r s ss , ZO s 2 o STREET GIMP STANDARD C.O.T.G. CLEAN OUT TO GRADE *NOTt* ALL MAINTE E AREA N A& �'o DRAINS SHALL C EC TO e . c —c_- NATURAL GAS PER LOCATOR MARKS D.I. DUCTILE IRON DIA. DIAMETER 9 °r r9 9 OIL /WATER ARATOR. �-•--'�� S9 O —T— UNDERGROUND TELEPHONE LIGHT HEAVY E EAST ,�/ s I I EL. ELEVATION PRO�SED BU I - G �% `� W i� aC ASPHALT EX. EXISTING a �7 6 • 9 ` b- v r9 vb f cone CONCRETE FL FLANGE _ r •� \ �° -- o °•r X p9 GATE VALVE FDFC FINISHED FLOOR ELEVATIONTION •�� r9 AREA RAIN o >� ° s� FIRE HYDRANT Y I.E. INVERT ELEVATION 5.11 RIM- 9.55 e9 -ra- WATER LINE w IN. INCH 9 IE 5. (6'S 1 rB ' v z +� ® WATER METER BOX a LS LAND SURVEYOR PA ATnR CO SHALL PROVIDE 750 OIL/WATER SE ^ TOR �o REDUCER MH MANHOLE PER CITY OF R TON REQ. I IN P 9 ODEL 577 -G R AP ROVED E AL 2 POST INDICATOR VALVE 0 MIN MINIMUM MIN. RETENTION TIME =15 MIN_ ° > s MON MONUMENT JOINT FIRE DEPARTMENT CONNECTION a 5 — ,a .� o CATCH BASIN ■ MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES MAX. FLOWRATE =30 GAL MIN r CO* 8 1 8 1 ^° mP ® STORM DRAIN MANHOLE ® MI SL MIEN SEA LEVEL PER UPC, FOR 8 HR OPERATION 20 LF -6' PVC r STORAGE FACTOR =1 Q ®0..09 MIN. - 61 AREA DRAIN • N.T.S. NOT TO SCALE e C CONCRETE GUTTER o O.D. OUTSIDE DIAMETER MIN. STORAGE VOLUME: ^ _ .i d T� P.LV. POST INDICATOR VALVE 5 °z $ +0�' —S�- STORM LINE so— R PROPERTY LINE 15 MIN) *(30 GAL /MIN *(1) =450 GAL 1` h c 1 m —SS— SEWER LINE —�— PVC POLYVINYL CHLORIDE �- I h ° n ROW RIGHT -OF -WAY S SOUTH 27 LF -6r PVC • co h SEWER MANHOLE SSMH SANITARY SEWER MANHOLE 02.0% MIN. ° ^ o CLEANOUT 'co ST STREET x FENCE STA STATION n `b n° m POST TELE. TELEPHONE %r o m TYP. TYPICAL 0 O ro 38 LF -6' PVC n DECIDUOUS TREE W WEST S CZ.O% m T° W.S.D.O.T. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 0W. N �ry ° >/14 DRIP RADIUS o° R• v o° SPOT ELEVATION X20.00 CONTOUR 20— on' T �' 5 �� $ ° Q¢� j�-�� 1 k3 54'• I TYrE 9 p° RECORD DRAWING h m M =' . h E=14 43 6' N 5 22 3 06 ® CONNECT TO SANITAR IE =14.33 �8" W) 8 i ... •. m IE =14.17 ELEVATION DATUM BASED ON RENTON BENCH MARK NO. 707: ° m CHISELED SQUARE AT FACE CONC. WALK AT ATOMIC BATrER1ES 13 -�� ALL NEW SS H SHALL E BUILDING, 55 SW 12TH STREET ELEV. 21.60' PAVEMENT 54 0 TYPE B MANHOLES PATCH 2 5 PER DCITY OF RENTON ® 2 A PORTION OF THE NW 114 OF SECTION 19, TOWNSHIP 23N, RANGE 5E T CITY OF RENTON _ DZIPARnew OF PUBLIC 110RRA CHECKED F' - ROR APJPR0, Tcs l ` c- JIS WARNER ENGINEERING qa SOUND SITE SANITARY ALERSHIP f`'01t APPRi;'•l;tL ! " �; 5 2- oY 'P SEWER PLAN 8Y 5122 Olympic Dr. NW Office (206) 858 -8577 g t ® ADDENDUM t 10/11/95 omcam C_E_L wTe 09/18/95 Fl�P SEWER Suite B204 FOX 206 858 -8579 `�s7 g ® CTTY OF RENTON REVISIONS 10/25/95 0 CEL CMM �.1 „- 20' -0” "�� P� ( ) DNeL ,1 RECORD DRAWINGS M19 �� /rs /9'/ ccKm G.E.W. wwio _ w � _ �x �, Gig Harbor, WA 98335 ffi�S 9 21 Re� • � tovm: 8 oP= 19 1 30 20 - - - -- - 10 3 +00 III 1 -Z7-?Zt II sz m ff WARNER ENGINEERING 5122 Olympic Dr. NW Office (206) 858 -8577 Suite B204 Fax (206) 858 -8579 Gig Harbor, WA 98335 K � � I ry 5'• I i +00 8 +00 5 —ZZ CITY OF RENTON DEPARTIMNT OF PUBLIC WOO 4 SOUND MAZDA DEALERSHIP SANITARY SEWER PLAN AND PROFILE SW 12TH STREET: —STA. 3 +28 - 6 +71 0 2 CIV OF RENT011 REVISbNS Io125195 DESIGNED: C.E.L. DAE 09/18/95 nu NAME- SEWER RECORD DRAWIM65 WTr C8-- -7 /TS fq7 DRAM, CEL CMM cNDCnED: G.E.W. scA�E:1" = 20' -0" EI¢n eoDN: PA4£ N0. REVISION Ry APPR. APPROVED: SHEET: 10 OF: 19 0 1A °a� N � N W 1� T N 2�4X I. , T „ 20 LF -6 "PVC - CO* ®1.0% MIN. le r \I SD — r - so S +pO� 2E= 4.BI� S� - 27 LF -6"PVC @1.0% MIN. I - 38 LF 6' PVC 0 20 40 "' - @1_0% MIN- _ - - -._ - - SCALE: 1" = 20' -0" HORIZONTAL - - -- - -- - - - - -_ SCALE: 1" = 10' -0" VERTICAL ... : � TYPE B� RIM = B6 3f6 1 -- - -sr 5 _ " p0 _ i' IE =14.3 6" �8" 8 12 " -� _ m �I'_1 - CONNECT TO S NITARY IE = +4-- 3 W _ IE 14 4:7 � 14 0 I Q• 35�• sr -,- p0 _ _.. --®" PAVEMENT ® 5EE S+1EET $ FoR R6viSED i PATCH 2 5 5 C wa'rER UnIES. , r _ ELEVATION DATUM BASED ON RENTON BENCH MARK NO. 707: T JZ/yf CHISELED SQUARE AT FACE CONC. WALK AT ATOMIC BATTERIES BUILDING, 55 SW 12TH STREET. ELEV. 21.60' _ 3 SEE SHEET 8 F OR CONTINUATION OF SITE INFORMATION SSMH 2 6H" TYPE 6 Q A PORTION OF THE NW 1/4 OF SECTION 19, TO 23N, RANGE 5E RIM= 8. 41- 30 20 - - - -- - 10 3 +00 III 1 -Z7-?Zt II sz m ff WARNER ENGINEERING 5122 Olympic Dr. NW Office (206) 858 -8577 Suite B204 Fax (206) 858 -8579 Gig Harbor, WA 98335 K � � I ry 5'• I i +00 8 +00 5 —ZZ CITY OF RENTON DEPARTIMNT OF PUBLIC WOO 4 SOUND MAZDA DEALERSHIP SANITARY SEWER PLAN AND PROFILE SW 12TH STREET: —STA. 3 +28 - 6 +71 0 2 CIV OF RENT011 REVISbNS Io125195 DESIGNED: C.E.L. DAE 09/18/95 nu NAME- SEWER RECORD DRAWIM65 WTr C8-- -7 /TS fq7 DRAM, CEL CMM cNDCnED: G.E.W. scA�E:1" = 20' -0" EI¢n eoDN: PA4£ N0. REVISION Ry APPR. APPROVED: SHEET: 10 OF: 19 0 1A °a� N � N W 1� T N 2�4X I. t 1 t I f �I ww � W 1 I� ti w w